Cone test

Inhibitor Target Cone, tested pNA assay Fluorese. assay... 

Slab samples having dimensions of 100 x 100 x 6mm were manufactured by extrusion at CDCMP in Italy. A summary of the compositions and physical properties of the PA6-based materials for the Cone tests is listed in Table 19.4. 

Cone test Finger test Vertical rotary test... 

The dispersion phenomenon in the two humid soils (Pembroke and Uniontown) was evaluated through the use of an Imhoff cone test and a permeameter. The Imhoff cone is commonly used by engineers to determine settleable solids (see Chapter 9). The results of clay dispersion obtained by the Imhoff cone test are expressed as a dispersion index (percent of total clays in the soil sample dispersed), which is correlated with relative saturated hydraulic conductivity. This is shown in Figure 11.5. It demonstrates that each of the soils, depending on its clay content (Pembroke 59% Uniontown 20%), exhibits unique saturated hydraulic conductivity behavior with respect to the dispersion index. Also, in each of the soils, various mechanisms (different line slopes) appear to control saturated hydraulic conductivity. 

Marsi, M. and V. P. Evangelou. 1991c. Chemical and physical behavior of two Kentucky soils III. Saturated hydraulic conductivity-Imhoff cone test relationships. J. Env. Sci. Health. A267 l 195-1215. 

E.J. Cone. Testing human hair for drugs of abuse. I. Individual dose and time profiles of morphine and codeine in plasma, saliva, urine, and beard compared to drug-induced effects on pupils and behavior. J. Anal. Toxicol. 14, 1-7, 1990. 

Refractory behavior of ceramic materials is determined by the Seger cone test... 

Ceramic materials are termed refractory, when they exhibit a cone-fusion point of at least SK 17 (average cone-fusion point 1500°C) in the Seger cone test according to DIN 51 063. Highly refractory materials have a cone-fusion point of at least SK 37(1830°C). 

Hansbo, S. 1957. A new approach to the determination of the shear strength of clay by the fall cone test. Report No. 114, Swedish Geotechnical Institute, Linkoping, Sweden. 

Dynamic cone test Sand and gravel Clay Qualitative evaluation of compactness Qualitative comparison of subsoil stratification ISSMFE (1977b) Ireland et al. (1970) BS 5930 (1999)-Cl 26.2 Ooi Ting (1975)... 

The Rsf is not greater than 100 kPa for driven or drilled shaft in residual or cohesive soil, N is the SPT value, and is the cone resistance from static Dutch cone test. 

A SERC project (1982-1983) [1,2] produced a new arrow-head test piece that allows the benefits of the cone test piece with no tip sensitivity and the added benefit of the ability to calculate the fracture energy of the bond. The failure generated with this... 

As an alternate or supplement to seismic cone testing, the SDMTa can provide as many as five or six... 

However, the measured failure pressures do not mean too much. In the experimental part of the work the failure performance was investigated in a simplified set-up using only one truncated cone. Test pressure pr was applied below the failure pressure Pf, firmly adjusted and observed whether and how long it was before a hole developed. The insert in Fig. 8.9 shows the result for the 1.5 mm thick geomembrane failure occurred after a certain time at clearly lower pressures than the failure pressures from the short-term test with a continuous, fast pressure increase. Therefore the measured failure pressures, i.e. the pressures along the steeply rising flank of the curves in Fig. 8.9, depend on the speed of pressure increase, and therefore on the imposed deformation rates. 

Figure 7.9 (A) Char formation of nano-LDPE after cone testing heat flux 35 kW/m and (B) Peak heat release rates of LDPE and nano-LDPE heat flux 35 kW/m. ...

Transported medium Cone. (%) Test stress (N/mm ) Test pressure (bar) Service life Min. service life (h) achieved (h) according to DIN 806... 

Strength tester for ammonia synthesis catalysts, consisting of a truncated cone test chamber on a rod with solenoid core reciprocation from below. P. P. Andreichev. SU 448291 (1975). 

In the field the apparatus is calibrated before each series of test to measure the backscatter of the area. Figure B.28 and Figure B.29 show the preparation and measurement with a nuclear probe next to the hole of a sand cone test for calibration purposes. 

Other geometries have also been developed to determine Gc for rubbery adhesives and include a cone-test specimen [69], a torsion test which results in mode III failure [66] and the adherence of spheres to rubbers [77-80]. 

Holland. Thus, the test is also referred to as the Dutch cone test. By comparison to the SPT, which provides data only at discrete elevations, the CPT provides continuous soil data with depth. Unlike the SPT, it also exhibits excellent test repeatability. 

Additive(s) toPVC Additive Level (phr) Burning Time (s) in Cone Test Peak Heat Release Rate (kW/m ) Time to Peak Heat Release (s) Char (wt. %) LOI (% O2)... 

The correlations obtained by the different test methods have been evaluated in several studies [1,2,6]. Relationships of this kind are presented in Figure 6.2, showing that even at a low slump the fresh FRC responds well to vibration, as estimated by the VeBe test (Figure 6.2(a)). The linear relationship between the results of the inverted slump cone and the VeBe tests (Figure 6.2(b)) suggests that both are sensitive to similar parameters. This indicates that the inverted slump cone test may be a suitable alternative to the VeBe test, in particular for site application. 

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